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'NOTE; FLOOR FRAMING <br />HAS BEEN DESIGNED TO \ / ALOTHIS EDGE <br />SUPPORT 125 psf "LIGHT YY <br />STOP-46VLOADING. PROVIDNG E SOLID BLOCKS <br />AT 4'oz. ALIGN BLOCKS <br />WITH JOINTS IN FLOOR <br />SHEATHIN6. F <br />_ 56 <br />i <br />LEDOER5 ALONG ®AND ®:G <br />r <br />PSL 36 x12. USE SIMPSON RIM: Ixl2 <br />HW1412 OR WPI412 HAN6ER5:- - TIMBERSTRAND I6 <br />1 <br />FLOOR JOISTS, PSL x12 G OPEN FOR <br />52 - STAIRS r� <br />0 2START LAYOUT <br />UT / <br />DIRECTLY OVER WOOD STUD <br />SHEAR WALL ADJ. TO <br />STAIRS AND WORK EA. WAYSTEEL SME_ SEE xA <br />AT 24"ox- <br />B FULL HEIGHT CONCRETE <br />52 BLOCK INTERIOR WALL, <br />LEDGERS ALONG 0 AND© SAME REINF. AS GALLED <br />TIMBERSTRAND 114 x12 FOR ON 54. / <br />SHEATH SECOND FLOOR D RIM: II4xl2 <br />52 TIMBERSTRAND <br />AREAS WITH lib" T46 0.5.5. <br />GLUE TO SUPPORTS. NAIL <br />W/ IOd AT 6" ALONG - <br />SUPPORTED ED&E5 AND AT HEADERS IN STUD WALL 1 <br />10" IN FIELD. NAILS SHALL BELOW: PSL 3hx12 <br />BE 0.148" DIAM. AND S" .PPP <br />LONG. C <br />92 FLUSH HEADER A/ SIMPSON i <br />ALIGN THESE 2 JOISTS —� HW1412 OR AP1412 HANSER5 <br />DIRECTLY OVER STUD WALLS 6 EACH END. q <br />BELOW THEN WORK EA. WAY 52 "•`• . <br />AT 24"oa. F , <br />52 <br />B _ <br />RIM: IV4xl2 TIM5ER5TRAND OPEN FOR F56 <br />STAIRS <br />SECOND FLOOR FRAMING PLAN AND CEILING PLAN <br />1%" T46 <br />FLOOR JOISTS: -- <br />PLL %� x12 0 24"o.c.. <br />Ibd AT 5LANT- <br />SPACED AT <br />b"o.c.. FROM <br />EA. SIDE. <br />016"o.c. <br />THESE TWO ROOMS <br />HAVE 10' HIGH <br />CONCRETE BLOCK <br />WALLS REINFORCED <br />AS GALLED OUT IN <br />58 <br />CONCRETE GEILIN6 <br />SLA55 OVER THESE <br />TWO ROOM. 6" THICK, <br />REINF. W/ MAT OF 05 0 <br />8"a.C. EA. WAY,.SET.I !,!t - <br />CLEAR FROM BOTTOM. <br />m <br />ADD P.E.N. DOM INTO <br />JOIST OVER SHEAR WALL. <br />W, O.S.B. <br />FULLY BLOCKED <br />4" E.N., 12" F.N. <br />SECTION <br />3/4"=1'-0" CJ2 <br />WEST MEZZANINE <br />+10'-6" EAST MEZZANIW <br />e. , .,. _. _-•- WALL <br />W1412 TOP <br />LY NAILED. <br />SECTION <br />P.E.N. DOWN <br />INTO 5LOGK6 <br />SOLID BLOCK - <br />OVER WALL. <br />USE I%4x12 <br />TIMBER97RANo <br />4x12 0 24"o.0. - <br />W/ Tb"M ANCHOR <br />6ERED UP + <br />tOID JOISTS• <br />CHAIN LINK FENCE - <br />STYLE GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINSS <br />STEEL BEAM, 108x31 <br />PART OF STEEL FRAME. <br />SEE SHEET 56. <br />NAILER: 242" TALL x <br />6" WIDE, SECURE W/ <br />VIP BOLTS AT <br />24"oa. STA66ERED <br />SIDES, PLUS 2 EXTRA <br />BOLTS 4" FROM EA. <br />END OF EACH PIECE <br />OF NAILER <br />-LED6ER: TIMBER5TRAND <br />IIi4 x12 W/ %"4) <br />A. BOLTS AT 16"o a. <br />I <br />V 1 <br />5TA66ERED UP + DOWN. <br />M <br />8anob Rau Ca 95404 <br />1-109j" <br />SECTION <br />Td: (707)W-0784 <br />v J <br />Ibd AT 5LANT- <br />SPACED AT <br />b"o.c.. FROM <br />EA. SIDE. <br />016"o.c. <br />THESE TWO ROOMS <br />HAVE 10' HIGH <br />CONCRETE BLOCK <br />WALLS REINFORCED <br />AS GALLED OUT IN <br />58 <br />CONCRETE GEILIN6 <br />SLA55 OVER THESE <br />TWO ROOM. 6" THICK, <br />REINF. W/ MAT OF 05 0 <br />8"a.C. EA. WAY,.SET.I !,!t - <br />CLEAR FROM BOTTOM. <br />m <br />ADD P.E.N. DOM INTO <br />JOIST OVER SHEAR WALL. <br />W, O.S.B. <br />FULLY BLOCKED <br />4" E.N., 12" F.N. <br />SECTION <br />3/4"=1'-0" CJ2 <br />WEST MEZZANINE <br />+10'-6" EAST MEZZANIW <br />e. , .,. _. _-•- WALL <br />W1412 TOP <br />LY NAILED. <br />SECTION <br />P.E.N. DOWN <br />INTO 5LOGK6 <br />SOLID BLOCK - <br />OVER WALL. <br />USE I%4x12 <br />TIMBER97RANo <br />4x12 0 24"o.0. - <br />W/ Tb"M ANCHOR <br />6ERED UP + <br />tOID JOISTS• <br />CHAIN LINK FENCE - <br />STYLE GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINSS <br />STEEL BEAM, 108x31 <br />PART OF STEEL FRAME. <br />SEE SHEET 56. <br />NAILER: 242" TALL x <br />6" WIDE, SECURE W/ <br />VIP BOLTS AT <br />24"oa. STA66ERED <br />SIDES, PLUS 2 EXTRA <br />BOLTS 4" FROM EA. <br />END OF EACH PIECE <br />OF NAILER <br />V STIFFENER PLATES <br />EXTENDIN6 OUT 2" <br />BEYOND FLANSE5 TO <br />PICK-UP GUARDRAIL <br />STANCHIONS. SECURE <br />W/2-Ui"m BOLTS, MIN. <br />GOORD. A/ GUARDRAIL <br />MFGR. <br />SECTION g <br />3/4"=1-O. rJ' 2 <br />T46 0.5.8.E <br />OR JOISTS, P51- 3vixl2 o 24"o.a. <br />1 ti <br />+a'o" WEST MEZZANINE <br />+I O' -b" I EAST MEZZMIINE .. <br />.a <br />- DBL. 2xb 1-51- TOP PLATE. - <br />MAKE BUTT JOINTS OVER <br />STUDS. MAKE LAP SPLICES 4' <br />MINIMUM. NAIL A/ Ibd o 12". <br />3- Ibd AT 2x6 LSF." STUDS AT 16-4z. <br />SLANT EACH <br />BLOCK am <br />SECTION G <br />GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINGS <br />Ibd AT SLANT' <br />SPACED AT <br />b"o.c. FROM <br />BOTH SIDES. <br />2ac6 LSL STUDS <br />P.E.N. ALONG , <br />BOTH LINES 6 <br />1 <br />1z" 0.5.5. <br />FULLY BLOCKED <br />4" E.N., 12" F.N. <br />SECTION G <br />GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINGS <br />P.E.N. ALONG <br />BOTH LINES <br />PLATE - <br />WASHERS <br />X16"x2" So. <br />'7„ <br />2- V2"m <br />BOLTS <br />it" 0.5.5. <br />FULLY BLOCKED, <br />4" E.N., 12" F.N. <br />SECTION p <br />3/4"=11-0" - 52 <br />" KENNET <br />w ES <br />S•E26 5 m <br />E a <br />* 3 /04 <br />sip TURP <br />1 ��� OI✓rs: iFOiy? <br />KW <br />Structural Engineer <br />3620 Mc DwWo Blwd,1203 <br />Uft. C Wu %7w <br />TA 925/2&-6808 <br />F. 9M. 124749E <br />Z <br />Q J <br />U <br />Z LL <br />D W <br />ED <br />U <br />Z <br />Z cn <br />a D <br />1L <br />z <br />� Q <br />� Q <br />L -r <br />cr 0 z <br />O 1 <br />O U <br />Z <br />Q W d <br />Z (f) Q <br />O D o <br />� <br />O i <br />Job No: 2002.017 <br />Drawn By We <br />cb.�k.d By: KH <br />Dm.: Jul 10, 200: <br />[Revisl�ns _-- ey <br />Sbtt� Numbs <br />S2^^ s <br />82590000v Av w <br />SaiwC <br />8anob Rau Ca 95404 <br />1-109j" <br />Td: (707)W-0784 <br />Fax (707) 544.0866 <br />© copydght <br />M02 \,%4� <br />V STIFFENER PLATES <br />EXTENDIN6 OUT 2" <br />BEYOND FLANSE5 TO <br />PICK-UP GUARDRAIL <br />STANCHIONS. SECURE <br />W/2-Ui"m BOLTS, MIN. <br />GOORD. A/ GUARDRAIL <br />MFGR. <br />SECTION g <br />3/4"=1-O. rJ' 2 <br />T46 0.5.8.E <br />OR JOISTS, P51- 3vixl2 o 24"o.a. <br />1 ti <br />+a'o" WEST MEZZANINE <br />+I O' -b" I EAST MEZZMIINE .. <br />.a <br />- DBL. 2xb 1-51- TOP PLATE. - <br />MAKE BUTT JOINTS OVER <br />STUDS. MAKE LAP SPLICES 4' <br />MINIMUM. NAIL A/ Ibd o 12". <br />3- Ibd AT 2x6 LSF." STUDS AT 16-4z. <br />SLANT EACH <br />BLOCK am <br />SECTION G <br />GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINGS <br />Ibd AT SLANT' <br />SPACED AT <br />b"o.c. FROM <br />BOTH SIDES. <br />2ac6 LSL STUDS <br />P.E.N. ALONG , <br />BOTH LINES 6 <br />1 <br />1z" 0.5.5. <br />FULLY BLOCKED <br />4" E.N., 12" F.N. <br />SECTION G <br />GUARDRAIL <br />SEE ARCHITECTURAL <br />DRAWINGS <br />P.E.N. ALONG <br />BOTH LINES <br />PLATE - <br />WASHERS <br />X16"x2" So. <br />'7„ <br />2- V2"m <br />BOLTS <br />it" 0.5.5. <br />FULLY BLOCKED, <br />4" E.N., 12" F.N. <br />SECTION p <br />3/4"=11-0" - 52 <br />" KENNET <br />w ES <br />S•E26 5 m <br />E a <br />* 3 /04 <br />sip TURP <br />1 ��� OI✓rs: iFOiy? <br />KW <br />Structural Engineer <br />3620 Mc DwWo Blwd,1203 <br />Uft. C Wu %7w <br />TA 925/2&-6808 <br />F. 9M. 124749E <br />Z <br />Q J <br />U <br />Z LL <br />D W <br />ED <br />U <br />Z <br />Z cn <br />a D <br />1L <br />z <br />� Q <br />� Q <br />L -r <br />cr 0 z <br />O 1 <br />O U <br />Z <br />Q W d <br />Z (f) Q <br />O D o <br />� <br />O i <br />Job No: 2002.017 <br />Drawn By We <br />cb.�k.d By: KH <br />Dm.: Jul 10, 200: <br />[Revisl�ns _-- ey <br />Sbtt� Numbs <br />S2^^ s <br />